Attachment1_Drawing_W90VN924R0112.pdf

PDF 27 MB Posted May 21, 2024

Attached to: Repair Deficiencies in POA Report at Heliport, Camp Carroll, Korea
Solicitation number: W90VN924R0112
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · May 21, 2024

The provided document is an attachment titled "Attachment1_Drawing_W90VN924R0112.pdf" related to the federal contract opportunity with Solicitation Number W90VN924R0112 for the "Repair Deficiencies in POA Report at Heliport, Camp Carroll, Korea."

This solicitation requires the contractor to provide all labor, tools, equipment, supplies, and other resources necessary to accomplish the scope of work contained in the drawings and specifications. The work involves repairing deficiencies identified in a previous POA (Probability of Adequacy) report for the heliport located at Camp Carroll, Korea. The Department of the Army Materiel Command Army Contracting Command is the federal agency managing this opportunity.

View the file

Other files

File	Type	Posted
W90VN924R0112.pdf	PDF	May 21, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

R-11SHEET OF

CHECKED BY

SUBMITTED BY

APPROVED BY

PROJECT NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

O & M

HOUSING DIV.

REVIEWED BY

UNITED STATES ARMY GARRISON DAEGU

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

DIRECTORATE OF PUBLIC WORK

HGFEDCBA

D - 24 - 20

CHON, HYON TAE

DESIGN REVIEW SIGNATURE

ORGANIZATION

USING AGENCY

36TH SIGNAL

MASTER PLN.

ENVIRONMENTAL

NAME SIGNATURE

O&M DIV.

FIRE DEPT.

SAFETY OFFICE

DPTMS(AT/FP)

188TH MP COM.

IND. HYGENIST

UNIT #15746, APO AP 96218-5746

DRAWING NO.

CHIEF,

DESIGN & TECH. REVIEW Br.

AS SHOWN

1 1 OF 1R - 1

T I T L E S H E E T

TITLE SHEET

USING AGENCY

DATE:22 APR 24

H21-00002-4J

CIVIL

C - 3

C - 4

13 12 OF 37

14 13 OF 37

C - 8

C - 9

C - 10

C - 11

C - 12

C - 13

15 14 OF 37C - 14

16 15 OF 37C - 15

17 16 OF 37C - 16

18 17 OF 37C - 17

C - 21

C - 22

C - 2

AT HELIPORT

REPAIR DEFICIENCIES IN POA REPORT

PROJECT NO. H21-00002-4J, CAMP CARROLL

AT HELIPORT

REPAIR DEFICIENCIES IN POA REPORT

CAMP CARROLL

6 5 OF 37C - 5

7 6 OF 37C - 6

8 7 OF 37C - 7

19 18 OF 37C - 18

20 19 OF 37C - 19

21 20 OF 37C - 20

38 37 OF 37C - 37

37 36 OF 37C - 36

36 35 OF 37C - 35

35 34 OF 37C - 34

34 33 OF 37C - 33

33 32 OF 37C - 32

32 31 OF 37C - 31

31 30 OF 37C - 30

30 29 OF 37C - 29

29 28 OF 37C - 28

28 27 OF 37C - 27

24 23 OF 37C - 23

25 24 OF 37C - 24

26 25 OF 37C - 25

27 26 OF 37C - 26

CIVIL

C - 1 LOCATION PLAN

SITE LAYOUT PLAN

PAVEMENT LAYOUT PLAN

SMALL PATCH

JOINT SPALLS

CORNER SPALL

SHOULDER PAINT MARK PLAN

OVERALL DEFICIENCY PLAN

DEFICIENCY PLAN-1 (PLN-01)

DEFICIENCY PLAN-2 (PLN-02)

DEFICIENCY PLAN-3 (PLN-03)

DEFICIENCY PLAN-4 (PLN-04)

DEFICIENCY PLAN-5 (PLN-05)

DEFICIENCY PLAN-6 (PLN-06)

DEFICIENCY PLAN-7 (PLN-07)

DEFICIENCY PLAN-8 (PLN-08)

DEFICIENCY PLAN-9 (PLN-09)

DEFICIENCY PLAN-10 (PLN-10)

DEFICIENCY PLAN-11 (PLN-11)

DEFICIENCY PLAN-12 (PLN-12)

DEFICIENCY PLAN-13 (PLN-13)

DEFICIENCY PLAN-14 (PLN-14)

DEFICIENCY PLAN-15 (PLN-15)

DEFICIENCY PLAN-16 (PLN-16)

ODD SHAPED PCC PAVEMENT-1

ODD SHAPED PCC PAVEMENT-2

PCC TYPICAL SECTION, SPALL REPAIR, AND JOINT DETAILS

PAVEMENT REPAIR SCHEDULES (1 OF 8)

PAVEMENT REPAIR SCHEDULES (2 OF 8)

PAVEMENT REPAIR SCHEDULES (3 OF 8)

PAVEMENT REPAIR SCHEDULES (4 OF 8)

PAVEMENT REPAIR SCHEDULES (5 OF 8)

PAVEMENT REPAIR SCHEDULES (6 OF 8)

PAVEMENT REPAIR SCHEDULES (7 OF 8)

PAVEMENT REPAIR SCHEDULES (8 OF 8)

ASPHALT CRACK SEALING AND FOG SEALS

PAVEMENT SECTION IDENTIFICATION AND LOCATIONS

S-294 Court Tennis

S-296 Court Tennis

S-165 Volleyball Court

T-646

S -644

T-780

T-508

S-86

S -7

T -6

T -5

T -7

T -5

S-961

T-533

T -5

S-714

S -8

T-377

T-584

T -3

T-3

S-531

T-417

T-863

T-765

T-368

T-507

T-772

S-967

T-924

T-575

T-696S-603

T-928

T-691

S-102

T-521

T-558

T-989

T-681

T-343

S-965

T-116

T-504

T-315

T-385

T-617

T-661

T-693

T-766

T-764

T-768

T-769

T-271

T-763

T-160

T-299

T-414

T-413

T-104

T-120

S-954

S-860 Substation Electrical

S-360 Substation Electrical

S-576 Substation Electrical

S-133 bridge Foot

GATE 2

GATE 1

GATE 4

GATE 3

S-118 Electronic Sign

S-781

Flag Pole

S-390

DEAD MEMORIAL

KOREAN WAR

S-730

RANGE

QUALIFICATION

ZERO AND

25M RIFLE S-725

TESTING POND

BRIDGING BOAT

AMPITHEATRE

CAC

S-847

S-865 Bridge

Railroad

S-300 Road Bridge

T-534

T-677

T-659

T-311

T-386

T-700

T-619

T-376

S-114

T-519

T-625

S-983

S-984

S-387

T-509B

T-509-2

T-578 Vehicle Scales

T-509-1

S-284

T-115

S-401

S-383 Bus Stop 9

S-933 Bus Stop 6

S-621 Vehicle Scales

S-701

T-369

S-378

T-89

T-513

S-669 Station

Hunter Brake

S-328

S-329

T-509C

T-503 Bus Stop 1

T-624

S-639

T-416

S-350

T-415

T-979

S-667

S-705

T-926

T-577

T-720 Bus Stop 5

T-412

T-509D

T-509A

S-839

S-835

S-665

S-840

S-837

S-836

S-605

S-606

S-607

S-608

S-985

S-955

S-709

S-510

S-326

S-530

S-818

S-817

S-135

S-620

S-151

S-821

S-405

T-645

S-846

T -5

S-327

S -5

S-970

S-117

S-601

S-684

S-138

S-388

S-139

S-668

S-831

S-917

S-915

S -9

S-612

S -9

S-256

S-111

S-233

S-563

S-110

S-711

T-

S-231

S-396

S-230

S-100 S-235

S-375

S-136

S-403

T-565

S-253

S-250

S-977

S-676

S-254

S-573

S-946

S-998

S-203

S-841

S-123

S-938

S-914

T-516

S-911

S-113

T-520

S-913

S-141 S-143

S-142

S-264

S-731

S-101

S -309

S -2

S -7

S -9

T -9

S -9

S -2

S -9

S -6

S-675

S-320

S -8

T -5

S -9

S -3

T-318

S -4

S -6

S -3

S -8

S-9

S -6

S -8

T-126

S-121

T-125

T-127

T-207

S -1

T-236

S -9

S -6

T-206

S -3

S -9

T -3

S -3

S-154

S -9

S -8

S-974

S-321

S-

S-910S -4

S-340

S -6

S-349

S-301

S -611

T -3

S -6

S -7

S-140

S -6

S-718

S -7

S-137

S -6

S-842

S-351

S-512

S-205

S -5

S-336

S-239

S -9

S -3

S-267

S-509

T-359

S -3

S-532

S -9

S-655

S-208

T -7

S-702

S-163

S-304

T-515

S-733

S-732

S-627

T-384

S -3

T -5

T -3

S-312

S-666

S-420

S-973

T -3

T-580

S-679

T-996

S-925

T-997

S-931

T-631

T -2

S-131

S-919

T -3

T-521

S-395 S-918

S-944

T-195

T-196

T-198

T-197

T-194

T-199

S-119

S-739

S-3

S-647

T-261

S-164

T-130

S-717

S-402

T-189

T-406

T-193

T-958

S-88

S-348

T-581

S-265

S-640

S-953

S-411

S-664

S-654

S-344

S-511

S-982

S-968

S-929

T-155

S-972

T-582

S-95

T-409

S-916

S-947

S-957

S-956

S-719

S-770

S-162

S-161

T-317 Tower Cooling T-923

S-93

S-922

T-814

T-812

T-635

S-995

T-810

T-280

T-811

T-633

T-103

T-813

S-741

S-693 Washrack

S-404 Washrack

S-976 Washrack

S-939 Washrack

S-987 Washrack

S-927 Washrack

T-6

S-703

PLANT

TREATMENT

SEWAGE

S-87

S-150

S-144

WETLAND

CAMP CARROLL

S-978 Substation Electrical

S-870

CLINIC

HEALTH/DENTAL

DFAC

TEMF

S-719

T -9

Gate Access Farmer

S-894

S T O

R A G E

O R

G A N

A T

N A L

UNION

T-653

DLA WAREHOUSE

HAZMAT

GATE

SHED

T-

TANK

WATER

APS-4

S/B

S-308

S-7

T-37

S-7

S-632

GATE

T R

A S

GATE

SCALE: 1 : 5000

SCALE : 1 / 5000

100 200

SEE SITE LAYOUT PLAN

THIS PROJECTTHIS PROJECT 1

SEE SITE LAYOUT PLAN

THIS PROJECT 1

SEE SITE LAYOUT PLAN

LOCATION PLAN

C-1

CIVIL

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

GRAPHIC SCALE

(IN METERS)

LOCATION PLAN

AS SHOWN

KU, H. M. / PARK, W. C.

1 37

SO, C. M. / CHI, K. K.

H21-00002-4J

AT HELIPORT

REPAIR DEFICIENCIES IN POA REPORT

22 APR 24

D - 24 - 20

CAMP CARROLL

PAD

JOINT

MPOINT

TPAD

100.000

100.014

100.010

99.713

99.790

99.796

99.195

99.054

98.579

98.454

98.784

98.787

98.026

97.925

97.904

97.558

97.590

97.580

97.557

97.841

97.890

97.954

98.024

98.034

98.036

98.046

98.105

98.160

98.172

98.191

98.210

98.305

98.365

98.436

98.467

98.482

98.516

98.595

98.668

98.740

98.760

98.802

98.823

98.892

98.963

99.051

99.082

99.099

99.118

99.220

99.245

99.309

99.329

99.396

99.423

99.492

99.507

99.566

99.592

99.658

99.686

99.713

99.772

99.865

99.923

99.765

99.742

99.683

99.657

99.581

99.559

99.484

99.468

99.402

99.373

99.319

99.297

99.198

99.177

99.145

99.119

99.047

98.983

98.906

98.871

98.847

98.819

98.750

98.668

98.599

98.571

98.552

98.529

98.457

98.385

98.308

98.282

98.259

98.236

98.154

98.082

97.995

97.963

97.924

97.870

97.772

97.681

97.834

97.905

97.977

98.010

98.033

98.046

98.087

98.157

98.215

98.235

98.260

98.288

98.367

98.442

98.502

98.530

98.553

98.576

98.671

98.744

98.820

98.844

98.864

98.892

98.972

99.036

99.127

99.149

99.163

99.193

99.297

99.313

99.374

99.395

99.460

99.483

99.553

99.581

99.638

99.667

99.724

99.755

99.779

97.953

98.007

98.033

97.974

97.896

97.812

97.731

97.649

97.581

97.505

97.414

97.340

97.271

97.198

97.141

97.066

96.987

96.906

96.834

96.784

96.717

96.655

96.585

96.504

96.444

96.370

96.294

96.220

96.145

96.078

96.018

95.926

95.854

95.826

95.790

95.851

95.909

95.962

96.023

96.093

96.178

96.255

96.329

96.406

96.479

96.560

96.624

96.693

96.773

96.857

96.938

97.001

97.071

97.147

97.228

97.309

97.391

97.455

97.547

97.557

97.568

97.555

97.515

97.471

97.412

97.350

97.292

97.229

97.172

97.109

97.062

96.999

96.943

96.891

96.836

96.779

96.725

96.675

96.761

96.828

96.870

96.879

96.876

96.871

96.809

96.850

96.910

96.981

97.032

97.084

97.121

97.189

97.231

97.291

97.354

97.411

97.471

97.523

97.537

97.639 97.660

97.688

97.624

97.540

97.618

97.704

97.778

97.844

97.926

98.001

98.080

98.168

98.271

98.378

98.479

98.577

98.691

98.794

98.905

99.016

98.961

98.898

98.821

98.739

97.996

97.272

97.835

97.892

97.901

98.010

100.013

99.846

99.825

99.790

99.746

99.724

99.654

99.620

99.549

99.532

99.474

99.453

99.396

99.364

99.270

99.244

99.216

99.191

99.120

99.054

98.975

98.943

98.916

98.898

98.818

98.743

98.663

98.634

98.603

98.575

98.513

98.448

98.365

98.336

98.310

98.294

98.213

98.128

98.055

98.017

97.998

97.942

97.844

97.780

97.987

98.013

98.028

98.048 98.025

98.027

98.031

98.038

98.041

98.069

98.267

98.284

98.317

98.327

98.325

98.305

98.278

98.331

98.554

98.583

98.605

98.613

98.617

98.588

98.567

98.621

98.870

98.891

98.913

98.929

98.897

98.922

98.888

98.926

99.171

99.191

99.209

99.225

99.195

99.208

99.195

99.226

99.350

99.348

99.367

99.410

99.432

99.452

99.456

99.501

99.517

99.533

99.578

99.607

99.604

99.625

99.673

99.703

99.700

99.720

99.769

99.780

99.811

99.839

99.944

99.946

99.969

100.012

99.778

99.802

99.828

99.840

99.810

99.812

99.852

99.864

99.781

99.786

SCOPE OF WORK

#1 (REPAIR/MAINTENANCE)

IF REQUIRED.

DETOUR ROAD FOR VEHICLES DURING CONSTRUCTION PERIOD

5. CONTRACTOR SHOULD PROVIDE TEMPORARY ACCESS ROAD AND

ON THE PROJECT.

BY THE CONTRACTING OFFICER PRIOR TO COMMENCING WORK

PORTION OF THE JOB BY THE COR AND SHOULD BE APPROVED

2. THE CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR ANY

CONTRACTING OFFICER.

CONTRACTORS EXPENSE TO THE SATISFACTION OF THE

DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING AT THE

RESTORATION TO THEIR ORIGINAL CONDITIONS OF THE ITEMS

3. THE CONTRACTOR SHOULD BE RESPONSIBLE FOR REPAIR/

AND OTHER UTILITY MARKERS IN THE PROJECT LIMIT.

6. CONTRACTOR SHALL RESTORE/REESTABLISH SURVEY MONUMENTS

FROST DEPTH UNLESS OTHERWISE NOTED.

8. WATER AND SEWER LINE SHOULD HAVE A MINIMUM COVER OF

WITHOUT ANY ADDITIONAL COST.

INCLUDING FALSEWORK SUCH AS FORMWORKS AND SHORING

9. CONTRACTOR SHOULD PROVIDE ANY NECESSARY RESOURCES

SUBMISSION OF CONTRACT PROPOSAL.

AND DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS

CONSTRUCTION OPERATIONS.

AND OTHER ITEMS WHICH WILL INTERFERE WITH THE

SUCH AS UNDERGROUND ROCK BASE, EXISTING UTILITY LINES,

AND CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS,

4. THE SITE INDICATED ON THE DRAWING SHOULD BE GRADED

WILL BE UTILIZED TO ACCOMPLISH THE CIVIL SCOPE OF WORK.

COMMAND" FORM AS A PART OF THIS PROJECT.THE DETAILS

DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

O & MA PROJECT, KOREA, REVISION1, 30 OCTOBER 2015,

COMMAND" AND "STANDARD TECHNICAL SPECIFICATIONS FOR

2015, DEPARTMENT OF THE ARMY INSTALLATION MANAGEMENT

DETAIL DRAWINGS, FOR O & MA PROJECT, KOREA, 30 NOVEMBER

7. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD

LAWS AND REGULATIONS.

GOVERNMENT LEASED PROPERTY IN ACCORDANCE WITH LOCAL

10. DISPOSAL OF WASTE MATERIALS SHOULD BE OUTSIDE U.S.

GENERAL NOTES:

APPROVAL PRIOR TO COMMENCING THE WORK.

SUBMITTAL TO THE DESIGN AND TECHNICAL REVIEW BRANCH FOR

12. THE CONTRACTOR SHOULD PREPARE AND SUBMIT MATERIAL

THE PUBLIC AND/OR MILITARY TRAFFIC AND OPERATIONS.

NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF

AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL

NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES

13. CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL

SOLID SODDING WITHIN THE WORK BOUNDARY.

15. CUT AND FILLED AREA SHALL BE COVERED WITH TOP SOIL AND

MILLIMETERS AND STATIONS AND ELEVATIONS ARE IN METERS.

14. UNLESS OTHERWISE NOTED ALL THE DIMENSIONS ARE IN

DETERMINE PROPER MATERIAL HANDLING METHODS.

MATERIALS WITHIN PROJECT LIMIT WITH COR CAREFULLY TO

16. CONTRACTOR SHOULD COORDINATE ANY SALVAGEABLE/RECYCLABLE

PROVIDED FOR THE CONTRACTOR BY THE GOVERNMENT.

CONSTRUCTION AREA AND NO LAY DOWN AREA SHALL BE

OFFICES AND STORAGE AREAS SHALL BE WITHIN THE

LOCATION APPROVED/INDICATED BY C.O.R. ADMINISTRATIVE FIELD

TEMPORARY FACILITIES ACCORDING TO O&MA SPEC. AT THE

11. CONTRACTOR SHOULD PROVIDE AND MAINTAIN THE CONTRACTOR’S

SCALE: 1 : 500

10 20

CIVIL

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

GRAPHIC SCALE

(IN METERS)

AS SHOWN

KU, H. M. / PARK, W. C.

CAMP CARROLL

SO, C. M. / CHI, K. K.

H21-00002-4J

DRAWING AND DRAWINGS.

1. SEE GENERAL NOTES, REMOVAL NOTES, AND OTHER NOTES ON THIS

SITE LAYOUT PLAN

PROJECT LIMITS

LEGEND

MOORING POINT

SURFACE INLET

GROUNDING POINT

PAVEMENT AND SEAL AND PATCH.

1. REMOVE CRACKED LOOSE SURFACE OF CONCRETE AND ASPHALT

UFC (UNIFIED FACILITY CRITERIA).

THE PAVEMENT SURFACE IN ACCORDANCE WITH THE REQUIREMENT OF

1. REPAINT SHALL BE DONE AFTER REMOVAL OF THE EXISTING LOOSE COATING AND CLEANING

NOTE:

4. REPAINT SHOULDER MARKS

5. REMOVE SPILLED FUEL AND CLEAN CONCRETE PAD.

C-2

COURSE.

6. REPLACE ASPHALT PAVEMENT INCLUDING BASE AND SUBBASE

3. REPLACE SPALLED ODD SHAPED CONCRETE PADS.

SITE LAYOUT PLAN

SCALE : 1 / 500

SHOULDERS.

2. APPLY FOG SEAL FOR THE WEATHERED/RAVELED ASPHALT PAVED

CHAPTER 6.

201-1, ENVIRONMENTAL GOVERNING STANDARD(EGS) CHAPTER 5 &

CODE OF REGULATION 1910 SUBPART H AND USFK REGULATION

DURING THE PROJECT MUST BE STORED IN ACCORDANCE WITH THE

17. ALL HAZARDOUS MATERIAL AND HAZARDOUS WASTE USED/ CREATED

TO SHOULDERS

APPLY ASPHALT SURFACE TREATMENT WITH FOG SEALS

REPAINT SHOULDER MARKS

SEE THE TABLE OF PAVEMENT REPAIR SCHEDULES

PAVEMENT AND SEAL AND PATCH

REMOVE CRACKED LOOSE SURFACE OF CONCRETE AND ASPHALT

SEE THE SCHEDULES AND DETAILS

SAW CUT AND PARTIALLY REPLACE EXISTING CONCRETE SLABS

SEE THE SCHEDULES

IN THE PROJECT WORK LIMITS

REMOVE SPILLED FUEL AND CLEAN CONCRETE PAD

SEE THE SCHEDULES AND DETAILS

REPLACE ASPHALT PAVEMENT INCLUDING BASE AND SUBBASE COURSE

#2 (GENERAL REQUIREMENTS)

APPROXIMATE AND THE INFORMATION FOR ESTIMATION PURPOSE.

1. SEE THE REPAIR SCHEDULE FOR THE QUANTY. THE QUANTIES ARE

NOTE:

AT HELIPORT

REPAIR DEFICIENCIES IN POA REPORT

22 APR 24

D - 24 - 20

2 37

SCALE: 1 : 500

10 20

CIVIL

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

GRAPHIC SCALE

(IN METERS)

AS SHOWN

KU, H. M. / PARK, W. C.

CAMP CARROLL

SO, C. M. / CHI, K. K.

H21-00002-4J

TWA : TAXIWAY A

TWSLING : SLING LOAD TAXIWAY

HP: HELIPAD

PAPARK : PARKING APRON

PASLING : SLING LOAD APRON

T04A

PCC

SECTION DESIGNATION

SURFACE PAVEMENT TYPE

LEGEND

TYPE OF SECTION

S - SHOULDER

H - HELIPAD

O - OVERRUN

A - APRON

T - TAXIWAY

R - RUNWAY

TYPE OF TRAFFIC AREA

D - TYPE D TRAFFIC

C - TYPE C TRAFFIC

B - TYPE B TRAFFIC

A - TYPE A TRAFFIC

TYPE OF PAVEMENT

PCC - PORTLAND CEMENT CONCRETE

AC - ASPHALTIC CONCRETE

A01B

PCC

T02B

PCC

T01B

PCC

H01B

PCC

A02B

PCC

T03B

PCC

AND LOCATIONS

PAVEMENT SECTION IDENTIFICATION

S05D

S02D

S03D

BRANCH IDENTIFICATIONPAPARK

SAPARK

SAPARK : SHOULDER OF PARKING APRON

STWA : SHOULDER OF TAXIWAY A

STSLING : SHOULDER OF SLING LOAD TAXIWAY

SHHP: SHOULDER OF HELIPAD

SASLING : SHOULDER OF SLING LOAD APRON

ABBREVIATIONS

STWA

STSLING

S06D

SASLING

PAPARK

TWA

T W

S L

T W

S L

PASLING

PAPARK

TWA

S01D

SHHP

TWSLING

PASLING

S04D

STSLING

S02D

STWA

C-3

PAVEMENT SECTION IDENTIFICATIONS AND LOCATIONS

SCALE : 1 / 500

AT HELIPORT

REPAIR DEFICIENCIES IN POA REPORT

22 APR 24

3 37

PAD

JOINT

MPOINT

TPAD

100.000

100.014

100.010

99.713

99.790

99.796

99.195

99.054

98.579

98.454

98.784

98.787

98.026

97.925

97.904

97.558

97.590

97.580

97.557

97.841

97.890

97.954

98.024

98.034

98.036

98.046

98.105

98.160

98.172

98.191

98.210

98.305

98.365

98.436

98.467

98.482

98.516

98.595

98.668

98.740

98.760

98.802

98.823

98.892

98.963

99.051

99.082

99.099

99.118

99.220

99.245

99.309

99.329

99.396

99.423

99.492

99.507

99.566

99.592

99.658

99.686

99.713

99.772

99.865

99.923

99.765

99.742

99.683

99.657

99.581

99.559

99.484

99.468

99.402

99.373

99.319

99.297

99.198

99.177

99.145

99.119

99.047

98.983

98.906

98.871

98.847

98.819

98.750

98.668

98.599

98.571

98.552

98.529

98.457

98.385

98.308

98.282

98.259

98.236

98.154

98.082

97.995

97.963

97.924

97.870

97.772

97.681

97.834

97.905

97.977

98.010

98.033

98.046

98.087

98.157

98.215

98.235

98.260

98.288

98.367

98.442

98.502

98.530

98.553

98.576

98.671

98.744

98.820

98.844

98.864

98.892

98.972

99.036

99.127

99.149

99.163

99.193

99.297

99.313

99.374

99.395

99.460

99.483

99.553

99.581

99.638

99.667

99.724

99.755

99.779

97.953

98.007

98.033

97.974

97.896

97.812

97.731

97.649

97.581

97.505

97.414

97.340

97.271

97.198

97.141

97.066

96.987

96.906

96.834

96.784

96.717

96.655

96.585

96.504

96.444

96.370

96.294

96.220

96.145

96.078

96.018

95.926

95.854

95.826

95.790

95.851

95.909

95.962

96.023

96.093

96.178

96.255

96.329

96.406

96.479

96.560

96.624

96.693

96.773

96.857

96.938

97.001

97.071

97.147

97.228

97.309

97.391

97.455

97.547

97.557

97.568

97.555

97.515

97.471

97.412

97.350

97.292

97.229

97.172

97.109

97.062

96.999

96.943

96.891

96.836

96.779

96.725

96.675

96.761

96.828

96.870

96.879

96.876

96.871

96.809

96.850

96.910

96.981

97.032

97.084

97.121

97.189

97.231

97.291

97.354

97.411

97.471

97.523

97.537

97.639 97.660

97.688

97.624

97.540

97.618

97.704

97.778

97.844

97.926

98.001

98.080

98.168

98.271

98.378

98.479

98.577

98.691

98.794

98.905

99.016

98.961

98.898

98.821

98.739

97.996

97.272

97.835

97.892

97.901

98.010

100.013

99.846

99.825

99.790

99.746

99.724

99.654

99.620

99.549

99.532

99.474

99.453

99.396

99.364

99.270

99.244

99.216

99.191

99.120

99.054

98.975

98.943

98.916

98.898

98.818

98.743

98.663

98.634

98.603

98.575

98.513

98.448

98.365

98.336

98.310

98.294

98.213

98.128

98.055

98.017

97.998

97.942

97.844

97.780

97.987

98.013

98.028

98.048 98.025

98.027

98.031

98.038

98.041

98.069

98.267

98.284

98.317

98.327

98.325

98.305

98.278

98.331

98.554

98.583

98.605

98.613

98.617

98.588

98.567

98.621

98.870

98.891

98.913

98.929

98.897

98.922

98.888

98.926

99.171

99.191

99.209

99.225

99.195

99.208

99.195

99.226

99.350

99.348

99.367

99.410

99.432

99.452

99.456

99.501

99.517

99.533

99.578

99.607

99.604

99.625

99.673

99.703

99.700

99.720

99.769

99.780

99.811

99.839

99.944

99.946

99.969

100.012

99.778

99.802

99.828

99.840

99.810

99.812

99.852

99.864

99.781

99.786

Sealed Patched

11271128112911301131113211331134

11431144114511461147114811491150

11591160116111621163116411651166

11751176117711781179118011811182

101 102

111 112

151 152

161 162

171 172

211 212

221 222

231 232

271 272

281 282

291 292

331 332

341 342

351 352

391 392

401 402

411 412

419 420

461 462

471 472

481 482

521 522

541 542

581 582

591 592

601 602

641 642

651 652

661 662

701 702

711 712

751 752

761 762

771 772

811 812

821 822

871 872

881 882

891 892

SCALE: 1 : 500

10 20

CIVIL

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

GRAPHIC SCALE

(IN METERS)

AS SHOWN

KU, H. M. / PARK, W. C.

CAMP CARROLL

SO, C. M. / CHI, K. K.

H21-00002-4J

LEGEND

MOORING POINT

SURFACE INLET

GROUNDING POINT

SHOULDER AREA

PAVEMENT LAYOUT PLAN

911 912

921 922

951 952

961 962

1059106010611062

1067106810691070

1075107610771078

10831084

1091109210931094

1099110011011102

1107110811091110

111611171118

112411251126

1011101210131014101510161017101810191020 10211022

103510361037103810391040 104110421043104410451046

C-4

PCC PAD ID NUMBER

PAVEMENT LAYOUT PLAN

SCALE : 1 / 500

AT HELIPORT

REPAIR DEFICIENCIES IN POA REPORT

22 APR 24

D - 24 - 20

4 37

CIVIL

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

KU, H. M. / PARK, W. C.

CAMP CARROLL

SO, C. M. / CHI, K. K.

H21-00002-4J

N/A

SMALL PATCH

C-5

SMALL PATCHES

SCALE : N / A

small (less than 5 ft2 (0.5 m2)) and large (over 5 ft2).

For condition evaluation, patching is divided into two types:

replaced by a filler material.

A patch is an area where the original pavement has been removed and Description

Patching, Small (Less Than 5 ft2(0.5 m2)):

SMALL PATCH

within the patch, to a state that warrants replacement .

Patch deterioration, either by spalling around the patch or cracking

Severity Level: H considerable effort (minor FOD potential).

seen around the edges. Patch material can be dislodged with Patch that has deterioration or moderate spalling,or both, can be

Severity Level : M

Patch is functioning well with little or no deterioration.

Severity Level: L

AT HELIPORT

REPAIR DEFICIENCIES IN POA REPORT

22 APR 24

5 37

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

KU, H. M. / PARK, W. C.

CAMP CARROLL

SO, C. M. / CHI, K. K.

H21-00002-4J

JOINT SPALLS

C-6

JOINT SPALLS

SCALE: N / A

N / A cause of spalling.

joint (caused by overworking) combined with traffic loads is another infiltration of incompressible materials or traffic load. Weak concrete at the Spalling results from excessive stresses at the joint or crack caused by through the slab but intersects the joint at an angle.

the side of the joint. A joint spall usually does not extend vertically Joint spalling is the breakdown of the slab edges within 2 ft (0.6 m) of Description:

Spalling (Transverse and Longitudinal Joint):

JOINT SPALLS

(2) joint is severely frayed with high FOD potential.

pieces becoming dislodged, or high-severity cracks with high FOD potential and high possibility of the

(1) spall is broken into more than three pieces defined by one or more

Spall over 2 ft (0.6 m) long

Severity Level:H

The material is missing and the joint creates little or no FOD potential.

a spall no wider than 1 in. (25 mm) and no deeper than 1/2 in. (13 mm).

Lightly frayed means the upper edge of the joint is broken away leaving

FOD or tire damage potential exists.

Spall less than 2 ft long is broken into pieces or fragmented with little

(2) joint is lightly frayed; little or no FOD potential.

medium-severity cracks; little or no FOD potential exists; or

(1) spall is broken into no more than three pieces defined by low- or Spall over 2 ft (0.6 m) long:

Severity Level: L

The material is mostly missing with some FOD potential.

leaving a spall wider than 1 in. (25 mm) or deeper than 1.2 in. (13 mm).

Moderately frayed means the upper edge of the joint is broken away tire damage potential.

some of the pieces loose or absent, causing considerable FOD or Spall less than 2 ft long: spall is broken into pieces or fragmented with

(3) joint is moderately frayed with some FOD potential.

the cracks being severe with some FOD potential existing; or

(2) spall is broken into no more than three pieces with one or more of medium cracks;

(1) spall is broken into more than three pieces defined by light or

Spall over 2 ft (0.6 m) long:

Severity Level: M

AT HELIPORT

REPAIR DEFICIENCIES IN POA REPORT

22 APR 24

6 37

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

KU, H. M. / PARK, W. C.

CAMP CARROLL

SO, C. M. / CHI, K. K.

H21-00002-4J

N/A high FOD potential.

(3) spall has deteriorated to the point where loose material is causing hazard exists; or

(2) pieces of the spall have been displaced to the extent that a tire damage fragmented crack(s) with loose or absent fragments;

(1) spall is broken into two or more pieces defined by high-severity H - One of the following conditions exists:

FOD potential.

(3) spall has deteriorated to the point where loose material is causing some may be accompanied by a few hairline cracks; or,

(2) spall is defined by one severe, fragmented crack that crack(s), and a few small fragments may be absent or loose;

(1) spall is broken into two or more pieces defined by medium-severity M - One of the following conditions exists:

(2) spall is defined by one medium-severity crack (little or no FOD potential).

cracks (little or no FOD potential); or

(1) spall is broken into one or two pieces defined by low-severity L - One of the following conditions exists:

Severity Levels:

the joint, while a break extends vertically through the slab.

a corner break in that the spall usually angles downward to intersect approximately 2 ft (0.6 m) of the corner. A corner spall differs from Corner spalling is the raveling or breakdown of the slab within Description

Spalling (Corner):

CORNER SPALLS

CORNER SPALL

C-7

CORNER SPALLS

SCALE: N / A

high FOD potential.

(3) spall has deteriorated to the point where loose material is causing hazard exists; or

(2) pieces of the spall have been displaced to the extent that a tire damage fragmented crack(s) with loose or absent fragments;

(1) spall is broken into two or more pieces defined by high-severity

One of the following conditions exists:

Severity Levels:H

FOD potential.

(3) spall has deteriorated to the point where loose material is causing some may be accompanied by a few hairline cracks; or,

(2) spall is defined by one severe, fragmented crack that crack(s), and a few small fragments may be absent or loose;

(1) spall is broken into two or more pieces defined by medium-severity

One of the following conditions exists:

Severity Levels M

(2) spall is defined by one medium-severity crack (little or no FOD potential).

cracks (little or no FOD potential); or

(1) spall is broken into one or two pieces defined by low-severity

One of the following conditions exists:

Severity Levels:L

AT HELIPORT

REPAIR DEFICIENCIES IN POA REPORT

22 APR 24

7 37

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

KU, H. M. / PARK, W. C.

CAMP CARROLL

SO, C. M. / CHI, K. K.

H21-00002-4J ready to be sealed.

has been inspected and approved for cleanliness, the crack is important factor, but it is one that can be controlled. After the crack crack preparation that affects the life of the sealant. It is not the only The cleanliness of the crack is one of the most important factors in 9-4.7 Crack Cleaning Summary.

there is no residue, the crack is ready for sealing.

face. If a dusty residue is left on the finger, re-clean the crack. If to check for cleanliness is to rub one�s finger along the crack and dry so the sealant will adhere to the pavement. One method for cleanliness and dryness. It is essential for the crack to be clean Inspection is the final phase of crack preparation. Inspect the crack 9-4.6 Inspection.

remove moisture.

loosened during the initial cleaning. The compressed air also helps blown into the crack to remove sand or any debris that was crack, clean the crack with compressed air. The compressed air is Once the old sealant and debris have been removed from the 9-4.5 Final Crack Cleaning.

chance of pavement damage.

This method normally removes the debris more effectively with less Remove debris from the crack after water-blasting or sandblasting.

9-4.4 Debris Removal.

crack to ensure all debris and dust have been removed.

the wire brushes to ensure they are not worn. Inspect the cleaned crack faces and this debris can cause adhesion failures. Inspect wire brushes are not always capable of removing debris from the Wire brushes are sometimes used during sealing projects; however, 9-4.3.4 Wire Brushes.

that was overheated and the remainder of the pavement is expected.

the sealant or additional cracking of the pavement between the area expectancy of the seal and adjacent pavement. Adhesion failure of or burned. Overheating the crack faces will greatly reduce the life extreme care to ensure the crack faces do not become overheated (pavement temperature below 50 degrees F [10 degrees C]). Use Use the HCA heat lance when the pavement is wet and/or cold 9-4.3.3 HCA Heat Lance.

proper techniques are used.

cracks in an area not subject to direct wheel traffic to ensure Demonstrate the cleaning technique on 5 feet (1.5 meters) of pressure is too low then the joint will not be properly cleaned.

asphalt adjacent to the crack and result in loss of material. If the and water. Excessive water pressure can cause damage to the compressed air and leave them completely free of debris and immediately prior to sealing, blow out the cracks with material from bonding to the asphalt pavement. After final cleaning sealant residue, or foreign debris that might prevent the sealant multiple-pass technique until the surfaces are free of dust, dirt, old minimum of 0.5 inch (13 millimeters) from the crack edges. Use a Water-blast the crack faces and pavement surfaces extending a 9-4.3.2 Water Blasting.

ensure proper techniques are used.

(1.5 meters) of cracks in an area not subject to direct wheel traffic to failure of the sealant. Demonstrate the cleaning technique on 5 feet can damage the pavement, causing raveling and premature bond crack to remove debris. Do not over-blast the cracks. Over-blasting 1 inch (25 millimeters) of the pavement surface on both sides of the the entire length of the opposite crack face. Sandblast approximately sandblasting the entire length of one crack face then sandblasting approximately 1 inch (25 millimeters) above the pavement surface, pass technique consisting of positioning the sandblaster nozzle enables both faces of the crack to be sandblasted. Use a multiple- When sandblasting equipment is used, establish a technique that 9-4.3.1 Sandblasting.

equipment follows:

heat lance, or wire brushes to clean cracks. Information about this Use the sandblasting equipment, water-blasting equipment, HCA 9-4.3 Initial Crack Cleaning.

to prevent any debris from contaminating the crack.

widened or the existing sealant has been removed, clean the crack remove all of the old sealant from the crack. After the crack has been is to use a router since water would not be required. When resealing, remove debris created by the saw. The recommended procedure the crack with a high-pressure water stream or a sandblaster to diameter blade to widen straight cracks. When a saw is used, clean Use a router to widen meandering cracks. Use a saw with a small- 9-4.2 Crack Widening.

routed or the backer rod material omitted.

0.5 to 0.75 inch (13 to 19 millimeters) then the crack can be to accommodate the backer rod and maintain a sealant depth of rod material is inserted. If the depth of the crack is not deep enough and, if the depth is greater than 0.75 inch (19 millimeters), a backer for sealing. The depth of the cracks to be sealed is determined faces. After the crack has been cleaned and inspected, it is ready edges of the crack and will provide a sealant reservoir with vertical help eliminate the potential for raveling of the pavement along the average width. Widening the cracks 0.125 inch (3 millimeters) will of 0.125 inch (3 millimeters) greater than the existing nominal or See Figures 9-5 and 9-6. Widen small cracks to a nominal width 9-4.1.2 Small and Medium Cracks (0.25 to 2 Inches [6 to 50 Millimeters]).

9-4 CRACK SEALING PROCEDURAL STEPS.

onto the pavement and stick to the soles of shoes.

pedestrian traffic where some materials have a tendency to track performance. Also consider sealant characteristics in high-volume selecting a sealant, consider climatic regional temperature Sealants, Hot Applied, for Concrete and Asphalt Pavements. When Use crack sealant conforming to ASTM D6690, Joint and Crack

9-3.1 ASTM.

9-3 SPECIFICATIONS.

CHAPTER 9 ASPHALT CRACK SEALING

Change 1, 17 March 2022 21 February 2018

UFC 3-270-01

sealant applied.

Cracks that have been under-filled can have additional crack surface as the pavement expands and become damaged by traffic.

are not properly recessed will be pushed above the pavement ensure the proper sealant recess has been obtained. Sealants that surface and/or stick to pedestrians� shoes. Inspect the sealant to sealed (Figure 9-12). Overfilled material can track onto the pavement and that the cracks were not overfilled after the cracks have been Inspect the sealant to ensure the sealant is bonding to the pavement 9-4.12 Inspection After Sealing.

compressed-air cleaning to remove debris washed in by the rain.

sandblaster, wire brushes, or HCA heat lance, but not by using only that may have been washed into the crack by rain. Use the again if rain delays the sealing operation to remove any debris not sealed the same day they are prepared. Clean and dry cracks Blow out with compressed air before sealing any cracks that are 9-4.11 Crack Sealing Delays.

with a squeegee or similar equipment.

the pavement surface to prevent tracking. Remove excess sealant sealant approximately 0.125 to 0.25 inch (3 to 6 millimeters) below minimizes bubbling of the sealant due to entrapped air. Recess the crack from the bottom to the top. Sealing in this manner nozzle of the application equipment into the crack and seal the manufacturer’s recommended application temperature. Insert the Check the temperature of the sealant to ensure it is at the 9-4.10 Sealant Temperature and Application.

between the sealant and the crack face.

into the crack. Clean cracks are essential in obtaining adhesion rod is at the specified depth and that debris has not been blown Inspect the cracks immediately prior to sealing. Ensure the backer 9-4.9 Inspection Prior to Sealing.

it is important to maintain the proper shape factor.

if the shape factor is too small, adhesion failure can occur; therefore, the pavement, damaging the effectiveness of the seal. However, cohesion failure, split the material, or dislodge loose aggregate from internal stresses in the sealant. High internal stresses can create This will provide a reservoir for the sealant that will minimize the place the top of the backer rod deeper than 0.75 inch (19 millimeters).

of approximately 1 for petroleum-based sealants. However, do not rod to a depth that will provide a shape factor (depth-to-width ratio) to be inserted without dislodging the backer rod. Place the backer the nominal width of the crack. The larger size will enable the sealant backer rod that is approximately 25 percent wider in diameter than than the pouring temperature of the sealant. Provide and use material. Provide and use backer rods whose melting point is higher The backer rod is a compressible, non-shrinking, non-absorptive 9-4.8 Backer Rod Material.

AND FOG SEALS

ASPHALT CRACK SEALING

FOG SEAL

Crack

C-8N / A

ASPHALT CRACK SEALING AND FOG SEALS

SCALE : N / A

AC CRACKS TO REPAIR

application and dilution rates.

Conduct preliminary tests on small test sections to determine the proper with excessive material application.

Follow proper application and dilution rates to avoid potential problems SME, NAVFAC Pavements SME, or USACE/TSMCX pavement engineer.

AFCEC Pavements subject matter expert (SME), USACE Pavements Do not apply rejuvenator on airfields without prior approval from the 5-2.2 to avoid problems with coverage.

Calibrate, adjust, and clean the distributor as discussed in paragraph 5-4.2 Problem Areas (Fog Seals and Rejuvenators).

Cure time is usually 12 to 24 hours.

Fully cure the fog seal before allowing traffic on the treated pavement.

5-4.1.5 Cure Time.

effectiveness prior to adding another application.

so each small increase in application rate can be evaluated for its apply the asphalt material in multiple applications over the entire area discussed in paragraph 5-2. To avoid excessive reduction in friction, The calibration of the distributor is critical. Important procedures are Apply the material with a calibrated asphalt distributor (Figure 5-2).

5-4.1.4 Apply the Material.

requires a higher application rate.

manufacturer�s dilution directions. Diluting the rejuvenator with water with an average rate of 1 part emulsion to 4 parts water. Follow the Dilution rates can be as high as 1 part emulsion to 10 parts water, The material can be used undiluted but is usually diluted.

5-4.1.3 Dilute the Material.

remaining on the surface after 12 to 24 hours of curing.

good friction, is not unstable, and does not contain excess material the best rate to apply. Adjust the rate so the treated surface has small field test sections with different application rates to determine pavement absorbs and the texture of the surface; therefore, spray The application rate will vary according to the quantity of material the 5-4.1.2 Determine Proper Application Rate.

rejuvenator.

rejuvenators. Repair distresses before application of fog seal or Thoroughly clean the surface prior to application of fog seals or 5-4.1.1 Prepare the Surface.

Apply fog seals and rejuvenators using the following steps:

5-4.1 Procedural Steps (Fog Seals and Rejuvenators).

representative.

pavements without approval of the Pavements DWG or their designated and only on airfield shoulders and overruns. Do not apply over airfield are normally used as preventive maintenance procedures on roads rejuvenators is not presented in this UFC. Fog seals and rejuvenators Since there are numerous commercially available products, a list of therefore, choose areas and application rates with extreme care.

can cause pavement surfaces to be slippery for up to a year;

(unless cracking is very minor hairline cracking). Often, rejuvenators issues (unless raveling is very minor) or reduce cracking problems restore oxidized pavement surfaces. Rejuvenators do not solve raveling CSS-1h. Rejuvenators are commercially available products used to emulsion. Emulsions used for fog seals are SS-1, SS-1h, CSS-1, or Surfaces). A fog seal is a spray application of a diluted asphalt or tar Measurement, Construction, and Maintenance of Skid-Resistant Airport when tested according to the grease smeartest (FAA AC 150/5320-12C, maintained and texture depth is at least 0.03 inch (0.8 millimeter) depending on pavement condition, as long as surface friction is application of the fog seal on an approximately three-year cycle, raveling is first observed, is a fog seal (except for runways). Continue The recommended sealer process, once non-structural cracking and/or distresses such as non-structural cracking or raveling first begin.

Consider surface treatments for use when non-load-associated surface

5-4 FOG SEALS AND REJUVENATORS.

Change 1, 17 March 2022 21 February 2018

UFC 3-270-01

AT HELIPORT

REPAIR DEFICIENCIES IN POA REPORT

22 APR 24

D - 24 - 20

8 37

SCALE: 1 : 500

10 20

CIVIL

HGFEDCBA

CHECKED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :SAFETY REP

SIGNAL REP

FES

FORCE PROTECTION

CHIEF,

DESIGN & TECH. REVIEW Br.

O & M

HOUSING DIV.

REVIEWED BY

SYMBOL BY CHK.ZONE DATE APVD.

R E V I S I O N S

DESCRIPTION

SHEET OF

UNITED STATES ARMY GARRISON DAEGU

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION, DESIGN & TECHNICAL REVIEW Br

UNIT #15746, APO AP 96218-5746

DATE:

GRAPHIC SCALE

(IN METERS)

AS SHOWN

KU, H. M. / PARK, W. C.

CAMP CARROLL

SO, C. M. / CHI, K. K.

H21-00002-4J

PROJECT LIMITS

UFC (UNIFIED FACILITY CRITERIA).

THE PAVEMENT SURFACE IN ACCORDANCE WITH THE REQUIREMENT OF

1. REPAINT SHALL BE DONE AFTER REMOVAL OF THE EXISTING LOOSE COATING AND CLEANING

NOTE:

SHOULDER PAINT MARK PLAN

2.74*8

2.74*9

2.74*6

2.74*4

2.74*2

2.74*3

2.74*6

2.74*3

3.77

2.74

3.77

3.42

2.74

3.77

2.74

2.74*12

3.42

C-9

SHOULDER PAINT MARK PLAN

SCALE : 1 / 500

causes the marking to crack and peel.

over-painting increases stresses at the initial bond with the pavement and eventually abrasion (e.g., caused by snow-removal equipment) reduces this buildup. Repeated 40 mils (1.02 millimeters). This occurs after about five marking cycles unless surface undesirable for painted markings to build up beyond a total thickness of approximately when the larger diameter Type IV beads are used. See paragraph 3-3.3 for details.) It is recommended for the type beads used. (The wet film thickness of the paint is increased millimeters] per liter). Apply beads to permanent painted markings at the rate coverage of 121 (+- 6) square feet per gallon (2.970 square meters [+- 165 square Apply markings at 12 to 14 mils (0.310 to 0.360 millimeters) wet-film thickness for

3-1.2.1 Permanent Painted Markings.

incorporate retro-reflective properties into the markings.

applications. Apply glass beads to the paint immediately after application of paint to latest revision of Federal Specification TT-P-1952 for additional information on Type II for use under adverse conditions, or Type III for increased durability. See the under Federal Specification TT-P-1952. Select Type I for use under normal conditions, Mark flexible and rigid pavements with lead-free pavement-marking paints, available

3-1.2 Paint.

16 May 2018

UFC 3-260-04

SHOULDER PAINT MARK

SCALE : 1 / 250

0 456

15240(MAX.)

AT HELIPORT

REPAIR DEFICIENCIES IN POA REPORT

22 APR 24

D - 24 - 20

9 37

Boring

102148 20240115_

102140 20240115_

102206 20240115_

102132 20240115_

102123 20240115_

102215 20240115_

102224 20240115_ 102115

20240115_

102233 20240115_ 102106

20240115_

102244 20240115_ 102058

20240115_ 103017 20240115_

102254 20240115_ 102050

20240115_103009 20240115_

102303 20240115_ 102041

20240115_103001 20240115_

102034 20240115_

102312 20240115_102952

20240115_

102026 20240115_

102321 20240115_

102945 20240115_103027

20240115_

102329 20240115_ 102018

20240115_ 102936 20240115_103035

20240115_

102336 20240115_ 102010

20240115_ 103043 20240115_

102926 20240115_

102002 20240115_

102344 20240115_

103052 20240115_

102918 20240115_

101954 20240115_

103100 20240115_

102353 20240115_102909

20240115_

101946 20240115_

102401 20240115_

103109 20240115_

102901 20240115_

101937 20240115_

102409 20240115_

103118 20240115_

102853 20240115_

101926 20240115_

102417 20240115_102843

20240115_103127 20240115_

101913 20240115_

102426 20240115_102834

20240115_103135 20240115_

102435 20240115_

101900 20240115_

102826 20240115_

102809 20240115_

103144 20240115_

101848 20240115_

102443 20240115_

103152 20240115_

102758 20240115_ 101837

20240115_

102451 20240115_

103200 20240115_

102750 20240115_ 101825

20240115_

102459 20240115_

103209 20240115_

102742 20240115_

101812 20240115_

102507 20240115_

103216 20240115_

102734 20240115_

101801 20240115_

102515 20240115_

103224 20240115_

102725 20240115_

102523 20240115_ 101747

20240115_103232 20240115_

102717 20240115_

101735 20240115_

102533 20240115_

102709 20240115_

103240 20240115_

101704 20240115_

102542 20240115_

103248 20240115_

102701 20240115_

102550 20240115_

103256 20240115_

102653 20240115_

102557 20240115_

103304 20240115_

102645 20240115_

102604 20240115_

103312 20240115_

102636 20240115_

102628 20240115_

103320 20240115_

103327 20240115_

102620 20240115_

102612 20240115_

103335 20240115_

103342 20240115_

103350 20240115_

103357 20240115_

103404 20240115_

103410 20240115_

102155 20240115_

103813 20240115_

103806 20240115_

103750 20240115_

103742 20240115_

103822 20240115_

103833 20240115_

103734 20240115_

103840 20240115_

103726 20240115_

103848 20240115_

103718 20240115_

103856 20240115_

104531 20240115_

103710 20240115_

103904 20240115_

104525 20240115_

103702 20240115_

103912 20240115_

104518 20240115_

103654 20240115_

103920 20240115_

104510 20240115_

104541 20240115_

103646 20240115_

104502 20240115_

103926 20240115_

103638 20240115_

104548 20240115_

103933 20240115_

104455 20240115_ 103629

20240115_

104555 20240115_

103940 20240115_

104602 20240115_

103619 20240115_

104448 20240115_

105309 20240115_ 103609

20240115_

103947 20240115_

104610 20240115_ 104440

20240115_

105303 20240115_

103955 20240115_

104623 20240115_

103601 20240115_

104433 20240115_

105255 20240115_

105249 20240115_

104002 20240115_

104426 20240115_ 103554

20240115_

104634 20240115_

104010 20240115_

103546 20240115_

104419 20240115_

105241 20240115_

104643 20240115_

105318 20240115_

104017 20240115_

103537 20240115_

104412 20240115_

105232 20240115_ 104651

20240115_

104024 20240115_

105326 20240115_

104405 20240115_ 103528

20240115_

104659 20240115_

105225 20240115_105333

20240115_

104032 20240115_

104706 20240115_ 104357

20240115_ 103520 20240115_

105340 20240115_

104039 20240115_

110039 20240115_

103512 20240115_

104349 20240115_

105217 20240115_

104713 20240115_

105347 20240115_

104342 20240115_

104046 20240115_

103504 20240115_

104720 20240115_

105210 20240115_

110032 20240115_

104053 20240115_

105355 20240115_ 103456

20240115_

104334 20240115_

110025 20240115_ 105203

20240115_ 104727 20240115_

104100 20240115_

110018 20240115_

105402 20240115_

104327 20240115_ 103447

20240115_

104734 20240115_

105156 20240115_

104107 20240115_

103439 20240115_

110047 20240115_

105410 20240115_

104741 20240115_ 104319

20240115_

110011 20240115_

105149 20240115_

104114 20240115_

105418 20240115_

110004 20240115_110055

20240115_

104304 20240115_

103430 20240115_

104749 20240115_

105142 20240115_

104122 20240115_

110102 20240115_

105425 20240115_

103421 20240115_

104256 20240115_105135

20240115_

104756 20240115_

105957 20240115_

110110 20240115_

104311 20240115_

104811 20240115_

104130 20240115_

105128 20240115_

105432 20240115_

104804 20240115_

104249 20240115_

110805 20240115_

105950 20240115_

104138 20240115_

110117 20240115_

105439 20240115_

104241 20240115_

105121 20240115_

105446 20240115_105943

20240115_ 110759 20240115_

104145 20240115_

105114 20240115_

104818 20240115_

110125 20240115_

104234 20240115_

110751 20240115_

105936 20240115_

104153 20240115_

105107 20240115_

110744 20240115_

105453 20240115_

104825 20240115_

110132 20240115_

104225 20240115_

105929 20240115_

105101 20240115_

110738 20240115_

104218 20240115_

104832 20240115_

110140 20240115_ 105500

20240115_

110814 20240115_

105921 20240115_

104209 20240115_

105508 20240115_

110730 20240115_110821

20240115_ 105054 20240115_

105915 20240115_

110147 20240115_

105047 20240115_

104840 20240115_

104847 20240115_

104202 20240115_

105515 20240115_

110828 20240115_

110723 20240115_

105041 20240115_

105907 20240115_

104853 20240115_

105522 20240115_

110202 20240115_

110835 20240115_

105034 20240115_

110715 20240115_ 105900

20240115_

110155 20240115_

110700 20240115_

105528 20240115_

110842 20240115_131358

20240115_

104900 20240115_

110209 20240115_

110707 20240115_

105027 20240115_105851

20240115_

110850 20240115_

104907 20240115_

105535 20240115_

110216 20240115_

105844 20240115_

105542 20240115_

110858 20240115_

105019 20240115_

110653 20240115_

104913 20240115_

105837 20240115_

105549 20240115_

104920 20240115_

131405 20240115_ 110230

20240115_

110906 20240115_ 105012

20240115_

110646 20240115_ 105829

20240115_

110223 20240115_

110631 20240115_

110238 20240115_

110913 20240115_

105822 20240115_

104928 20240115_

105005 20240115_

110638 20240115_131411

20240115_

105605 20240115_

105813 20240115_

110921 20240115_ 110245

20240115_

131417 20240115_

105556 20240115_

105800 20240115_

105612 20240115_

104957 20240115_

110929 20240115_

105807 20240115_

104950 20240115_

131423 20240115_

110624 20240115_

104942 20240115_110253

20240115_

105620 20240115_

131429 20240115_ 110300

20240115_

110936 20240115_132003

20240115_

110617 20240115_

105626 20240115_

104935 20240115_

110944 20240115_

131435 20240115_

110610 20240115_

131958 20240115_ 110307

20240115_

105753 20240115_

131952 20240115_

110314 20240115_

105634 20240115_

110951 20240115_

105746 20240115_

131441 20240115_

110603 20240115_

105640 20240115_

110321 20240115_

110959 20240115_131946

20240115_

110556 20240115_

131447 20240115_

105738 20240115_

105648 20240115_

132009 20240115_

131941 20240115_

130902 20240115_

110328 20240115_

105654 20240115_

105731 20240115_

131935 20240115_ 110549

20240115_ 131453 20240115_

132014 20240115_

110335 20240115_

130911 20240115_

131459 20240115_

131509…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 21, 2024.